Recent content by ErikaPanda

Well then, I guess I have to try it both ways.. lol Thank you so much for all the help, Sir! Thank youuu.

Thank you, Sir. Hmm, I think I've already obtained those equations.. but if I solve for the deflections by area-moment method, would the procedure be the same as that in cantilever beams? If it isn't much of a bother, it can't be read but would you mind looking at how the problem looks like...

Thank you so much for the reply :) We have two loads on the beam and our professor wants us to get the defections at those points.. but he hasn't taught us anything so...

How do you get deflections of a fully restrained beam? :) I already solved for the propped reactions and end moments.. I'm not sure how to do that part. :/ ありがとうございます。 :)

I'm a 3rd year architecture student from Adamson University. 宜しくお願いします！:-p